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CC-000420-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: CC-000420-2017 Date Issued: Tuesday, March 20, 2018 This is to certify that work requested to be done as shown by Permit Number CC-000420-2017 has been completed. Tax Map Number: 266.3-1-78 Location: 985 State Rte 149 Owner: ASAD PETROLEUM, INC. Applicant: Q Truck Stop (Asad Petroleum) This structure may be occupied as a: Diesel Canopy (30' x 64') 1920 s.£ Refer to CC-000172-2017 for SP details By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY 4 L 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000420-2017 Tax Map No: 266.3-1-78 Permission is hereby granted to: ASAD PETROLEUM,INC. For property located at: 985 State Rte 149 In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvpe of Construction Owner Name: ASAD PETROLEUM,INC. Factory-Industrial-New $0.00 Owner Address: 985 State Route 149 Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Shaker Flats 1746 US 20 West Lebanon,NY 12195 Plans&Specifications Diesel Canopy(30'x 64)1920 s.f. Refer to CC-000172-2017 for SP details $192.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 14,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qu nsbury; Ttyf�rs*:� 2017 SIGNED BY: Town of Queensbury. Director of Building&Code Enforcement OfficeLiss Ohiv ,ACCESSORY STRUCTURE APPLICATION � ��� 1 �tecei>ded irk I Tax Map 10 Permit No; --. NlAf� Permit Fee •-Rec Fee-- Himma sue, `fes .No Approvals AlmnEssam' ADDS ESS GrU4,�r�' -4,; PHONE ��� � f�'��E l ..�'L"��„ r���E: �l'�'`�r�� AM 06N i� w � 7_ , i&1, SU z� � 99filrRAr:row Awness: c, 6. �/'.� �o� r - � PHONE. S+ � fila- �� t C l-- Gorvra�r R; aNf�R r srN . ..OMMAW � f' , c� t~ PH N J:Ma O=NSTRUCTION Check all that apply Please Indioate measurements as required below Boathouse t"floor sq.ft. 2"a floor sq.ft. Total sq.ft. Height Boathouse with Sundeak Dock Detached garage(s of cars......) Doak 2D 17 Pole Barn Porch ,open °'Porch-p 3 season,Covered,Enclosed Shod Other Accessory Structures) Considered floor area&must comply with FAR(floor area ratio)requirements if located In the WP zo6 DMARATIO; I aoknowledge no construction aotivitias shall be commenced prior to l&suance of a valid permit, I certify that the appllca,tion,plans and supporting materials are s true&complete statement description of the work proposed,that all work will be performed in accordance with the NY Mate Building Codes, local building laws and ordinances; and in conformance with local zoning regulations, I acknowledge that prior to occupying the faollitles proposed, I or my agents will obtain a certificate of occupancy. I also understand that Itwe are required to provide an ae=built survey by a licensed land surveyor of all newly oonstruoted facilities prior to Issua.noe of a.certificate of o0cupancy. ,-'I have read and agree to the above; Print Nemo; /- ia �`�� ft�R.��I Date- 'A 17, r l� Signature:. Date: i Town of Queensbury Building&Codes Accessory Structure Application July 2014 Structural Analysis Location Y Queensbury, NY FILE COp 30'-0'' x 64'-0'' Canopy 0FEDw yQ 075611.: � f '.`FESS14Np�: � aVE AUG% I0 2011 TOWN OF OUEENSaw Kevin Edward D�llman FE DING&SODS o,. TFC CANOPY JOB # 700221 Page 1 Of 7 266.3-1-78 CC-000420-2017 Asad Petroleum 985 State Route 149 Diesel Canopy TFC CANOPY 8!14/2017 i Eng.: :;e= 1107 NORTH TAYLOR ROAD I` TFC Job# 7,330:'21 GARRETT, IN 46738 Customer Name: R.M.Dalryniple Co.;Inc. Phone: 260-357-6665 Fax: 260-357-6533 Location: Queensbury, NY 12804 p = 50.00 psf Ce= 1.00 C5= 0.50 h,= 2.75 ft Ct= 1.20 Is pg reduceable(Y or N)? Y I= 1.00 pf= 0.7CpCtipg D=0.13 pa+ 14 pf= 42.00 psf D= 20.50 pcf min.p,= >=20*I h�= h,-h,, min.pf= 20 psf h�= 0.70 ft Pf= 42.00 pf controls hb= Pr/D hb= 2.05 ft %p5= CSpf = 21 psf h,/hb= 0.34.Since hcihb>=0.2 dt iff loads must be considered Drift at Ends of Canopy 1,,= 64:00 ft ( 5.61 ft hd= 0.43(I,;)o aa(p9+10)o.zs-1.5 hd= 2.42 ft hd.>he 0.70 ft hd 0.70 ft therefore height of drift=he 14.38 psf and w=4 hd A2/hc W= 33.29 ft max w= 8 hc 2.05 ft 'Max w= 5.61 ft Controls 42.00 psf Drift at Sides of Canopy I„= 30.00 ft5.61 ft hd= 0.43(1„).' (1)9+10)0.25_1.5, I+ hd= 1.63 ft hd>he 0.70 ft hd= 0.70 ft therefore height of drift=he 14.38 psf and w=4 hd^2/hc W= 15.20 ft - max w= 8 hd 2.05 ft max w= 5.61 ft Controls. 42.00 psf Axial Load from Drift for Column Design Pdditeod=(1/2) (14.38) (5.61) (15.00) = 0.60 k Pd,ift.ides=(1/2) (14.38) (5.61) (22.00) = 0.89 k 1.49 k Since hc!hb>=0.2 drift.loads must be considered Equivalent Live Load for Purlin Design purlin trib width= (7.33) W 42.00 + 1/2(14.38) (5.61 )/(7.33) = 47.50 psf Controls Minimum roof live load= 20 psf Use Pg for equivalent Live Load 4' TFC Canopy TFC CANOPY t 08/14/17 TUBE COLUMN DESIGN Eng: KED 1107 NORTH TAYLOR ROAD GARRETT,IN 46738 TFC .Job# 700221 Phone: 260-357-6665 Fax: 260-3167.6533 Customer Name: R.M. Dalrymple Co.,[tic. Construction Location: Queensbury, NY 12804 TUBE.COLUMN DESIGN DATA TUBE COLUMN PROPERTIES Tube column: RND16X1/4 Canopy Length 64.00 ft. Nominal Size 16.00 in. Canopy Width 30.00 ft. Wall Thickness 0.23 in. Largest Tributary 22.00 ft. Area 11.50 sq.in. L1=INT PURL SPAN No.of Columns 8.00 Moment of Inertia 358.00 in.4 Al=CANT PURL SPAN No.of Rows 2.00 Section Modulus 44.75 cu.in. L'=ADJ.PURL SPAN Clearance 16.50 ft. Radius of Gyration 5.57 in. example:6,28,29,6 Real Subset 1.17 ft. Fy,ksi 42.00 L1 =28 Fascia Height 3.00 ft. Are there holes in column(Y or Np N Al =6 Live Load 50.00 lbs./sq.ft. ALLOWABLE STRESSES U=29 Dead Load 5 00 lbs./sq.ft. Wind Velocity115 00 mph Fa 16.85 ksi Wind Load 27.19 1bs,lsq.ft. Fe 22.52 ksi Uplift Load 16.0.0: Ibs./sq.ft. TUBE COLUMN CALCULATIONS .TU¢E COLQMN TO BE USED: . Column Load 19.64 kips Nominal Size. 16.00 in.sq. Wind Load 0.90 kips Wall Thickness 0.23 in. K l over r 81.44 Cc 116.75 fa 1.71 ksi fb 4.33 ksi Bending Load 0.29 =<1.00 OK Max. Deflection 0.29 in. 743.9, Additional Axial 1.49 k MARK: Additional Shear k Additional Moment ft-k �1 1 ' TFC Canopy TFC CANOPY 08/14/17 BASE PLATE DESIGN Eng: KED 1107 NORTH TAYLOR ROACH GARRETT.IN 46738 TFC .lob# 700221 Phone: 260-357-6665 Fax: 260-357-6533 j Customer Name: R.M.Dalrymple Co., Inc. Construction Location: Queensbury,NY 12804 BASE PLATE DESIGN DATA f BASE PLATE PROPERTIES Canopy Length 64.00 ft. Column Size 16.00 in. Canopy Width 30.00 ft. Base Plate Width 20.00 in. Ll 20.00 ft. Base.Plate Length 20.00 in. Al .12.00 ft. Base Plate Thickness 0.63 in. L Prime 20.00 ft. Number of Bolts 0.55 No.of Rows 2.00 Bolt Edge Distance ,2.00 in. Clearance 16.50 ft. Fy Base Plate 50.00, ksi Real Subset 1.17 ft. Facia Height 3.0Q ft. Live Load .50.00 lbs./sq.ft. Dead Load 8.00. ibs./sq.ft. .Wind.Velocity .115.00 mph Wind Load . 27.19 lbs./sq.ft. Uplift Load 16.00.lbs./sq.ft. BASE PLATE CALCULATIONS BASE PLATE CALC'S,CONT'D a (PT) 16.00 in. Uplift(PT) 2.586 kips; a (DL) 16.00 in. Uplift(DL) 11:581 kips b(PT) 2.p.0 :.in, Area 720.340:.sq.in. b(DL) 2.,QO .;in. Sq.Root of Area 26.988, in. c(PT) c(DL) 68.19 in. Resultant 23.21577 ,kips Distance(D1) 19.17':ft. gMAX<-1.05 ksi 0.38693 ksi Total Load(PT) 20.63kips N 3;60 Shear(Pw1) 0.90 kips -PlateThickness .0.63 ;in. Shear(Pw2) 0.82:`kips Overturning Mom. 17 20:;ft-kips. Total Load(Dead) 2.64 :kips Area Net 0.54 sq.in. Eccentricity(PT) 1.0.01 in. Eccentricity(DL) 78.19 in. Uplift+Dead:Load 800 Ibs./sq.ft. CLength/2+CWidth/2 47.00 ft. Other Net Uplift 2640.00 lbs. L1/2+A1 22.00 ft. 1-1/2+LPrime/2 20.00 ft. MAX 660.00. Sq.ft, 23.21577 kips 14.22077 kips ' TFC CanapY TFC CANOPY 8114!17 FOOTING DESIGN Eng: KED 1101 NORTH I AYLOR ROAD I GARRETT,IN 46738 TFC Job# 700221 Phone! 260.3:17-6665 Fax: 260.357-6533 i Customer Name: R.M.Dalrymple Co.,Inc. iConstruction Location: Queensbury,NY 12804 FOOTING DESIGN DATA FOOTING DIMENSIONS Canopy Length 64.00 ft. Footer Width 3.54 ft. Canopy Width 30.00 ft. Footer Length 3.54 ft. L1 20.00 ft. Footer Depth 6.00 ft. Al 12.00 ft. L Prime 20.00 ft. Safety Factor=>1.50 2.81 No.of Rows 2.00 Req'd Footer Width 3.03 ft. Clearance 16.50 ft. Real Subset 1.17 ft. Facia Height 3.00 ft. ALLOWABLE SOIL STRESSES .. Live Load 50.00 lbs./sq.ft. Dead Load 8.00 lbs./sq.ft. Bearing Pressure 3500 psf Wind Velocity 115.00 mph Passive Soil Pressure 35Q .psf/ft Wind Load 27:19 lbs./sq.ft. T-Variable kips. Uplift Load 16.00 lbs./sq.ft. FOOTER CALCULATIONS FOOTER CALCULATIONS CONT'D Distance (Di) 1917. ft. Other NetUplift 2640.00 lbs Subset 1.61 kips CLength/2+Width 330.00 sq.ft. Pw1 0.90 kips Uplift-Dead Load 8 psf Pw2 0.82 kips. 22 ft. OTM 22.59 ft-kips 20 ft. FTG weight 10.93 kips Net Uplift 1.98 kips RL 10.56 kips FOOTER DESIGN TO BE,USED: Passive Soil(PS) 22.33 kips RM 63.37 ft.-kips Footer Width 3.54 ft. Factor of Safety 2.81 FS=>.1.50 Footer Length 3.54 ft. AREA 9.19 sq.ft Footer Depth 6.00 ft. Sq.Root of.Area 3.03 ft. 1.001 ksf 75.359616 CF TFC CANOPY I 8/14/2017 Eng: KED 1 107 NORTH TAYLOR ROAD TFC Job# 70022.1 GARRETT,IN 46738 Customer Name: R.M.Dalrymple Co., Inc. Phone: 260-357-6665 Fax: 260-357-6533 Location: Queensbury:NY 12804 PURLIN DESIGN dead load = 5.00 psf snow load = 50.00 psf W 14x22 dead+snow = 55.00 psf trib width = 7.67 ft A= 6.49 sq.in. uniform load = 0.42 klf I= 199 in.4 simple span(+) = 20.00 ft S= 29 cu.in. cantilever(-) = 12.00 ft rt= 1.25 in. unbrAced length(M+) 7.50 ft unbraced length(M-) = 2:67 ft Fy= 50.00 ksi fats per span = 2 M+(w*L2/8) 21.09..ft-k M-(w-L2/2) = 30.37 ft-k Defl.+(5*w*L4/384*E*I ) 0.12 in{D+L); = 0.26 in(D+S/2) U180 = 1.33 OK Defl..-(w*L4/8*E*I) = 0.15 in(D.+L); = 0.33 in(D+S/2) U120 _ 1.20 OK Deck Clip = 0.53 kips Positive Moment: elastic limit _ 101.00 Fb 25.03 ksi fb = 8.73 ksi BEAM IS OK Negative Moment: I/rt = 25.63 elastic limit = 101.00 Fb = 30.00 ksi f.b = 12.57 ksi BEAM IS OK USP W.1449 :PURLIN Co' I� TFC CANOPY 811412017 Eno: KED 1107 NORTH TAYLOR ROAD TFC Job f# 7002.21 GARRETT, IN 46738 Customer Name: R.M.Dalrymple Co., Inc. Phone: 260-357-6665 Fax: 260-357-6533 1 Location: Queensbury,NY 12804 MAIN BEAM DESIGN Size: W 14x22 unbraced length(M+) = 7.67 ft unbraced length(M-) = 4.00 ft A= 6A9 sq.in. Maximum M+ = .30.20 ft-k I = 499 .1n.4- Maximum M - 34.44 ft-k : S = 29 cu..in. rt= 1.25 in. Fy= 50 ksi MARK#: Positive Moment: Urt = 73.63 elastic limit = 101.00 Fb = 24,64 ksi fb = 12.50 ksi BEAM IS OK Negative Moment: Urt = 38.40 elastic limit = 101.09 F = 30.00:ksi fb =. 14,25...ksi BEAM IS.OK. ()SIE W14x22 MAIN FASCIA INSTALLATION:' EF2ECTOR NOTE:ALL BOLTS ARE 3/4'0 SEE PANEL LAYOUT iN MATERIAL LIST. � :IEE GRAPHICS LAYOUT IF APPLICABLE I V-2" PURLIN HEIGHT 3`-O" SUNOCO SAPPHIRE BLUE ACM FASCIA V-2" FOOTER SUBSET 164' CLEARANCE HEIGHT FASCIA BRACES 0'-6" DECK&GUTTER DEPTH ( —_� 48"OIC IAITERNAL DRAINS 1'1'-10" FOOTER TO MAINBEAM HEIGH`r ALL COLUMNS -o,-3,, TOP&BOTTOM PLATE THICKNESS TO DRAiN '17'-7" COLUMN CUT LENGTH TUP OF GR4u1w CONCR.FTRS. (INSTALLED BY OTHERS) II r— SIDE EMVKHON Fyy GALVANIZED STEEL PERIMETER GUTTER 1 GALVANIZED STEEL TAPERED IN PRE-FINISHED GL WHITE-EMB =I CROSS DRAiN PRE-FINISHED CORNERS&SEAMS TO BE CAULKED `ry GL WHITE-EMB n j VVArER=TIGHT =� WIDTH=3 5/S" TL1=6'-I" �rlc'- 1` Ltr� WIDTH=12" x'rr 9 n DEPTH= 3'" - s; , T DEPTH � ° fo o a C3 a r1 a" ' 24"RADIUSCORNERS _. . I - i `� �'1'-1(Y X15 P1 -3 0_ vM-y �t� TJX P1 \ C2(SL) C4(SL) 39, C8(SL) 4 3014y, Pi P2 � E�1 711 _ _ .3, .7,t 13,1 �'`• 1„ -' � � 25-11 12,1 I 1fT tU11 25'=113 3r fig' 15`0" a `\\1411 25'-11 +M1Pi EP1G GTR: @015'4' z� FILE COPY L ( ) G3(SL) C5(SL) 5_a TOWN OF QUEENSBURY P? --- `r — \ - -- - _ t - _P1 r _ -- Based on our limBUILDlited examination,NG DEPARTMENT Pompliance 77 with our comments shall not be construed as `_d" _ W!� indicatingthe plans and specifications are in -- �___- _ __; r full comliancwith the Building Codes of '10 OVERFLOW SCUPPERS SIDE GTR: 4 Q 29'0" - I'-lu, . New York State. LOCATE AS vl 1OWN -GALVANIZED STEEL DECK PANELS 12'-{7' 30'0"' 30'0 ` - 30'0' 12'-CY' IN PRE-FINISHED GL--�-�- PANELS TART AND ENFIiTE EMB D 3"FROM PURLIN ENDS WIDTH=16" 114'-0 DEPTH= 3" GAGE =20 I <Wx.188 SACS(SEE DETAIL) _ ' G#'rY.REGI. =73 O��";N 0 �U E__ J�k, 5 CANOPY KAN VIEW LENG"TH=28'-611/16" _PURLIN SPLICE' 91 f.L1° I° 1 rMAIN BEAMS AREdl ``PURLIN ROLLOVER + - PURLIN KEY (SEE DETAIL) W14X22..'U.N,O, Date: ag ` BODE SPECIFICATIONSf AALLLEVELItfGr,UAND,....- �t]16 NEW YORK STATEUNIFORM CODE _ ERECTOR RTES � ,6"_ CERTIFIED ': I UIMENcEN 1� I -4018 NEW YORK STA1E UrNlFO(ahiCO4f:pL,C,1ri-fERFOATkOr1A1,€iLGU CU4t±S'dO1�EUli1dJN) FOO(ING ELEVAiIOtlu tiUSf BE CHECKED WIT}IA FROM CENTFr� 16`03,1.1 ROOF LIVE O7AD.HlA 1403.1.5EAftTttC]I1AKEpES1C;P1D/1rA 7 fftAFav'If.UER1FYALLFCHri1NUUULTCFMF1tS, (�q/gg, { 1603-1.2 ROOFLNELOAD:: PSF A`;CFSA-1I-10 B.CIiCCKALL SIEE4VOR PLUMB.SQUARE,AND LEVELAFTER IrISERECTED. rdA'0" 16D3.1.3 ROOF sriCYdY LOAD: sds=4.250 1 9 Py=50 PSF SdI=D 130 CALL ASIA A315 ANDA430 BOILI8%W L BE INSTALLED PER THFjnV SPWIFICAPION r�11 REV. )ESCRivrvi I DAtE BY AISC STEEL CONSTRUCTION hiAtlUAI,FOURTEEtatN EG(ION ,rt1r 5'fru iUMI 104108 Volay A3T11 A= Pr A 00 EW4, (ltuw 30, 2000 Pf=42 PSF SITE CLASS=D co=1.0 SEISMIC-RESISIVICSYSTEM� oursdoir;0d irk ti44d,0, SPBWIFiCATIONS AND COa7.d'S of tlu AiSC St4md I-1A INVERTED PENDULUM AISC SPECIFICATION rOR THE UESIGN,FACRICAHOUNWERECTIONOF Cuttafracdiva 14a(rtuaal, 141h A*Ufan b t $ C) ERECTOR D GON TR © `�.-"-I'Ef 1. C] JOB FILE 1.2 ANALYSTS PROCEDURE= - SIRUCTURAL STEEL FOR¢UtL(}lNSr3(�f15-�d931J IT.CHECK LEVELNF�S OF SO f IOM OF PURUNStiWHA rR.41"T. � / ` I I(103.1AVANDLOAU: EQUIVALEUrLATERAL.FORCE E-ALL BRACIIIGFOR DENA$AND PURLINS 13TOLIE 4YEE.LDEUUNBEFORE V(3 SEC GUS r) IWAPII CONSTRUCTION YPE:TYPE Jib A=CODE OF5IANUARDPRACTICE FOR BUILQIMSAIIDBRIUCES(Wr5ET71HON) DECK PANELS ARE INSTALLED, 46".. ! 1q USE GROUP:MERCANTILE-GROUPM F.FIELD PRIME ALL S TRLUTURAL STEEL C0NNLCRUN5AND SPLICE$AFTER EXPOSURE C BASE SHEAR=.57 hipWGOLUMNI NSI EPECtFICA1IUFNS FOR THE DESIGN UP COLDTFORMEU STEEL STRUCTURAL STEEL 13 ERECTEU. GCPf=qG0 h1EMBEit9(SI(J0-2097) O.VJASItER:iARE REQUIRED 0f1ALL 80LTEDCONNECTIONS THENUTANUVJAEIIERfiFWLL ��11 BE PLACED ATEQ REDFTOP FOR coNN crioN OLTEDNUrtitUEFF�LTRUNSHOCArlotstUtI AWS DI,t-2004;rTRUCfUfiAl',VF1L'IrdG COfik'. Ri'!AS(IEC'+F.^i REQUIRED FUN ALL BOLTED CUIiNECTtOtIu AT SLOT LOCAfIL`ta3{UrILE;av t0"(EUUGENERALJES TtIEffilvlSE). _ `t S�., f)/�t�'tir� 20C$IN Ic(dtWTlONA1.PLUMt17 TiCi C:UDE H.UU NU r DEVIATE FROM PLAtID WI tHOUr PRIOR TFC CJVX)P t CONSENT. :t,I � I.UO NG r SCALE DRAWING,'] ,� � 1~ k " W yy'�� *�} {#�y�-�+ j �` "' w ;'4n 's r` TFC CANOPY II.ALL CONSTRUCf10H SHALL CONFORM TOAYPLK1�UE STAlEAND LOC.J'LCO[JES _ MATERIAL PE FOOTER NOTES ES � � 1 C)/ � � 'i� �� � � ` .--,5 *•,�•F �'1 �,,. i , 1101" N, TAYLOR RU. 111.ALL WELDING UNLESS SPECIFICALLY NOIED STALL GE PERFORhfEOIN(FIE 1,CONC(iECE OME BY GENEPAL CONlfV CTUR. r1,-f)a (", '.C'}"r,T`-�,^±a:.y' 1 r°w ty AMINIMVMOFIACOMPANYSHOPBSILRE SHPERFNr.ALLRMED Lye CER TI ML EDB6'FULL"t'4ELUS, HOT-ROLLEDSfRVCTURAL- A992 � u o u iUR OF C)Ft1VE - ---__ � ��'a t � ��}� z_- ' � VARRETi-r IN 4C)J�3V 2.SEE FOOTER 4ETNL FOR HEUUI(7EpREtWd;.f'ECIFi(:JIIIOFIS 4 ,.gwt't, (260)357-6665 t� �] .�J?� tJ .. AMINIMUM OF U4"StLE AND PERFORMED B'(CETt RFIEU Wf1DERu- --+---..�- +.) �t �0 �F 1" t < <� �a UNLESS NO TED 01HEA16r STRUCTURAL TUBE- A5W GRACED J.BASEPLATE TO DEAN ON LEVELINU NUTOAND WR.I IERS TO CREATE A MINIMUM r - PLATE - A529 1 11HANOU SHRINK f. GENERAL MEEIRA HEPERF5TFFLLCERE REQUIREMENTS TS OF �ry �JSI WIiHANOtd-SHRINK GROUT THAT MEE IS THEPERFORMANCE REQUiRFhiENT(S OF OFESS COLD-FORMEDSrRUCUfRAL. A1011 GRAUIEAtPY=65 MAI AIMCIIWANOCRU-CO215WEC1FICATFONSFOR NON-FAIRNKGROUf.r,WNG 1'�C' ii �•.✓ "��n4--, AND PLACING OF GRUU r SHALL BE IN ACCOFiLW4CE NB'TN MNIUFA(;TUREfrSJOB # 700222 - OECKPAIaS- AS53IFY-50KSI) 6PEC:IFICAIIONS. ( r., WELCTS- AW%101.1E70XXELEC(RUUE 4.1114'�arx3(rLG,F 1554GPAW55AIICHUTIEIULr9WIHEAV(IiEXNUTmt)Iir THREADFIJPRUJEC'TION'NIHIDOUBLE NU(SFOR r'i.UtAllltdOAitDLE'UELtrir;. T_ r-t^- ---y--'- ^•� HiwtsrRENGfit BOL IS- AI25N 5.ALLOWA16'SQUARE OPE1111101NDRIVE ATCOLUM14SFOR i WASHERS- F436 Ir)$iAtl.ATIUN OF ANCHOR 1]GLt NU I&GPFSItttG TO BE FILLED JOB REE. Sun=` ' WiTHCONCREIEAFIFR ERRCHO". ,- O.ELECTRICALACCESS OFEN1 PRA(4'0 IiOLE)'AT 415"x6'COVER ••"--•—"— 6_.i___..-_y�y ____,__I, BOLT NOTES: � PLATE LUEAI ED'ARE FPROX1t4jA Tk'AEYrVEfOPOFGRIVE. 30'-0" x 114'_0" �� 8 Cols. dl !i 1.ELSE PLATEC ARE 2V"x 2.U"k �.4 TkiFL CR,50 STL.0(4)-1 1 ft'Yrr 1 Y 1 I f \ eJJ LSll 3VJ '�F iJ 6s BOLE HOLESON 1G'x 16"Cf f1IERS I I 1 I 1 A6 AJ23.WA4WWkJ cwarotu,am nwkeJ avah U,r,kaiNy,d'u,01)1 lull Le 6nuWk+J a,;4Y'L'C:I7(:1lk,itAEU B UASE PLATE HASAG10 HOLE' 0'-d" - 3(J6Yt]-u ddkzd ittaattau'i 1'd 0.AL'JY.':erij3tesiur,Or+..7r,xle dj'vrix tuug,tYT.tXA3lJ urdt:W Gskic dauu FO(i ELECTRICAL ACCC•:'s�.- I-__1____'�---`_i - _ LOCATION: 0985 Route 149 M Aut caua wj iu P,0714 VECIFI•AP,tJA:Y,f-Yp L'UL1rY sdUu.u3C.'SI'M C0'v1ALK'f10,Y1LL W. 9,UNLE*-S O fHE"'OSE NO FEU,16PD OF FW PERS MUST LIE IIELD 8uItI.1'Ia.YnY,rvv,aw,+Vw3ma1dTkIeErL+:IaIuXiJgK n,aJa,arg spwf�rrauh iu tci�.dccuaxde4 pGeeew,tfrw rurkex' LEV3°EAL}UATtUA-ONiHEWEPIAIE ' " tt_•--^-�I ^--^-i•-�fI C- -.pC,- -®0_0®- 4I'2q-L A - Queensbury, N Y CUSTOMER. SLMER. R.Y . Dalryinple C o..t Inc. 10,CONCRETE PORFOOTERS nf(ALL ACf1EV8APAlrltaq} 26'3- - 78 70 OFTGc 11. - FGOIING DESIGN IS WIZEUUTIAN ASSUMEU:I,rIL BF.ARUIGPRESW- RE OF 39jo P".,F 1 1 ! Asad Petroleum Saratoga al �fr1 r)gsA NYNIDA LAtERAL UEATtirIG PRE.4t jRE OF 35,J PEFiFT AND SN,-%L UE VFJUFIEU IN WE.FIELD, 1 ' G,aptc(wulo{"i unuda TitSm,J ltxtlinxaJ JuLda a,aas listW u,uciiscr),I'fog RC3Y::1.Ycjjn,rlvn,,F,.r.<an.UrercJ IT IS ttECUMME1bL'E4 fMrFCKiTING$BEKRUtIS(ABLEORIGitM,UNUISTUi?L I � 9815 State Route 14' _ �'CA��: g�� p�0 p KED Toiztr L:7ugr.iii'1,ll.UlFcr.l/?0tArAX Jme.;t;Y.(Pt,eu,ui:cd'u,Pu,r16;.s1'1:41Yh:.illUt,(FANUC1JUiLC IJ'Utc S#JLY„ItA4E0RG£LE{:f CUM iRc)LLE4FILL trrCTENDFFIG JOB'(AE}LE ORiGIttAl, -- L_1-_..--mob"-......_ .-.! /°� _ EIY�_1ti°FEEfA: f♦EtJ .iRs4'591:6'LL'U,xt7RtetIGYAfiGY7Lt1.NUv"UFXM11AW1A0rY UNUIETURBEDSUUGRRUE). IF FIELD CONUMON13ANUTESIING11101CATELESS b' Petrol �✓ar1®�yy � �fl�fl't"'�C+•At•-� 9.13-41 l�taud.ivlt,lc CAPACI f Y Oft DISTURBED SOIL,THE DE rAJL SHCWN$HALL NOT 8E USED AND FFG - F.J � � - - _ <xul;,,•.6ra1 ;.�t,J,k'kit:a+,dll>fl'"Oyvl� da,d9u.ph.Ufd,ttaa,kzC4<I.�tjs4"r (tALLIECDNTAcrEDIwn1E4FArELrrofiEIESIGNrIIcFwJNtGs. � °(4)#4BARSRADIALLY,BYG.C- 5LAYERS N MATE: DRAWING NO. Eau,brcudtt:to&m ruAst ro,J a,at,vk CAu have Etat usJ..Tia ltrdraevidunt t r a twmly i lui weJ fw REQUIRED AND 0 BARS VERTICAL � 1 +p�}1 y DRAWN BY: CER q /� �j .1ntsJ-{tJ%irrrd aurxc'Ilse uwg,ntuJt of dm c4auyu>N„Ga:t U.d Acta u,a.rrr -tigiYrrw�Fju�/audntureida-sii,.n" Aug-14-1.011 1 OFF 3 ALL DECK PANS SHALL BE 1/4"0 ELECTRICAL ACCESS HOLE SHOP TO INSTALL CAP PLUG IN THE LAST 3 DECK PANS SHALL BE STITCH CLIPPED ON ALTERNATING #14 X 718"TEKS (4)A-325 BOLTS ST 4"FROM OF COLUMN /_ACCESS HOLE PRIOR TO SHIPMENT roOETHER WITH#1£1X7/ti 12"ON C 34-0 @D EACH SCREffiED SIDES OF THE PURLINS(TYP.) ENTER PERIMETER GUTTER -1 1 1/2" SCREVVS,AS S}-TOWN BELOW. CONNECTION MAIN BEAM 2(-CNFVVS EVENLY SPACED BETWEEN PURLINS DECK PAN- 16."x 22"x 3/4"PL. I SCNEW AT EACH DECK PAN END. (4)A-325 BOLTS(s-r) 2 3/4" TYPICAL F_ 3/4!'0 EACH CONNECTION CTION MAKE CERTAIN THAT LAP 6 5/6' SPLICE 15 COVERED BY F PERIMETER GUTTER! DECK PANEL CLIPS TO BE INSTALLED ON -0 2 3/4" ERECTOR SHALL FIELD CUT FULL ALTERNATING SIDES OF 0V)1_4w-__1 DECK PAN TO CREATE A FINISH PAN. OF PURLIN FLANGES 50 PART NO. 5611 0ji-6 FINISH DECK PAN DETAIL STRUCTURAL CONNECTIONS DETAIL 11SCDM11 CAP PLATE DETAIL CPM16R DECK CLIP DETAIL NOTES SIDE VIEW TOP VIEW 1. CAULK ENTIRE PERIMETER WATER-TIGHT. 2 a.FASCIA BRACES A:r48'Q/C. 1 142" ERECTOR TO INSTALL .'x7'x20GA ANGLE('TOE-DOWi) b.FASCIA BRACES EXTEND 4"PAST END �2 RUNS OF 2"x Z'x 20GA OF DECK PANS(TYP. FOR El'WIDE GUTTER). ANGLE TO SUPPORT ATTACH AT EVERY DECK PAN c. FASTEN FASCIA BRACES WITH(3)TEK FASCIA BRACE -Top USE(2)WASHERS PER BOLT- FASCIA BRACES ALONG RIB w/#14x-110"TEK SCREWS INTO RIB OF DECK PANS. L-BRACE "ZIGZAGGED"DECK SIDES d. FASCIA BRACES ARE 211T WIDE GUTTER: WITH 1 118"LEGS x 22 GA.(MIN.) OU1,IDE FACE 3. ACM FASCIA-TABS BENT OVER ON ALL NOT REQUIRED ALONG _0 FOUR SIDES,ATTACH SIDE TABS TOGETHER 0— CANOPY"ENDS.") USING(3)#1 4718"TEK SCREW,13. 3(Y'SUNOCO SIDE PLATES ARE 1 3" 1 ATTACH TOP&BOTTOM TABS USING ACM FASCIA 8,,xa,1x,1l,V NSIFS 8" 0 0- 1 31, #8 PAN HEAD SCREWS 24'O.C, CENTERED IN WEB It, 1Cy (3) 1 112"0 SLOT RUNS .ZIG Z I( CEN 0 0- r w4. ADJUST TOP L-BRACE UP OR DOWN X r Sm.OVERLAP GUTTER: FOR SNUG FIT OF ACM FASCIA. 3/4"STEEL PL. --. - ; _ O ------------------ to INSIDE FACE- 5. SILICONE CAULK @ EACH VERTICAL 3-(Y' DECK ACM JOINT TO KEEP 1v'T.$.COLUMN 2"- 2" - AULK ANY LIGHT FROM (6)314`0 A-325 SULTS(ST)& PAN URETHANE (12)WASHER IN C-ACH SPLICE. - 4" - FASCIA BRACE SHINING ­ /--FIELD V-8" I'A" Y1 CAULK q, THROUGH. INT-Top VIEW NOTCH ACCESS HOLE (6)IN SIDE PLATES,BOLT THRU FASTENERS' (3) PURLIN I.AJEB. CHANNEL -,,LOCATIONS MIN. '141 -0 AC-M SKEWED DEC ti PURLIN WEB SPLICE DETAIL v DECK PANS TABS _0 31/2"x1 re GUSSET GurrER2"x2"x20GA ANGLE I 24"OIC SPLB FASCIA SEE"...FASCIA DETAIL"FOR ADDITIONAL ('--FOE-UP") SILICONE TE DETAIL FASCIA SYSTEM INSTALLATION INFORMATION. CAULK CHANNEL TRIM I=#14 x mr TEK SCREW BASE PLA FASCIA BRACE ATTACHMENT TO SKEWED DECK #8 x 3/4"PAN HEAD SCREW GUTTER BP4NI6-3/4 "ZIGZAGGED" DECK SIDES ONLY 36" SUNOCO ACM FASCIA -/\I 18V 2"MIN. L2`x2"x.188"x 4'-0" (TYPICAL) Al DECK RIB MAIN 7_�-CAP PLATE MAIN _ I BLACK X: 9 0' BEAM 1 m—IR BLACK IRON ELBOW LONG LEG BR AC E CERTIFIED BY: 2" 0 BLACKIRON I L LL LIJ VENT PIPE OPTION: TIE BRACE OP _z:..... PURLIN PURLIN TO PURLIN vil ANGLE D11 N F N COLUMN 4-0" SAG ANGLE DETAIL c A I 4 N5 t"PID1 !ARIES- VARIES x., SCUPPER- SH RT 4" BASE PLATE (6" FROM r.- 41 LE - 01 0� 075611 BRACE E f Orr s's i RADIUS -T.B.D� CORNER) ;0 .41"-— > CAP PLATE-/ 1 0 VENT PIPE DETAIL RADIUS COLUMN-- BOTTOM OF COLUMN(SHOWN HIDDEN) ALL VENT PIPES ARE TO ENTER AND Exrr CORNER LEAD HOLE THE COLUMN(S)AS SHOWN ON FRAMING PLAN [SEE PLAN VIEW FOR TopisarroM ELBOW DIRECTION] BOTTOM OF LEAD 1 fix 'x20 Ga 3" Or 2"x2' �_(P x 4"TUBE x Il GA.(.11W') GUTTER BOTTOM OFT USE HOLE ANGLE-FLIP TOE-DOWN REV. DESCRIPTICA PAM BY STEEL(WELDED TO COL,1 I RADIUS CORNER TO%P VIEW 0 ERECTOR 0 CONSTR 0 STEEL 0 JOB FILE TAPERED LEA 3%V0 14 GA. STEEL PIPE x VAR rHOLE TO BASE VAR > ALTERNATE: AM= -6* fy-w I ERECTOR TO CUT A V*4�'NOTCH IN LESS THAN W WELE)INSTEAD GUTTER AT OVERFLOW SCUPPER Ila" 1* OF SCREWS -PERIMETER GUTTER >=W-o& W-6* IV_0` LOCATION. 0 (CENTER GUTTER SIMILAR 9-6, 2y-w 1'r.a. I 2. ERECTOR TO THEN INSTALL TFC CANOPY BUT NOT SHOWN(IF REQ'D.)] SCUPPER OVER THE NOTCH 1107 N. TAYLOR RD. COLUMN(SHOWN HIDDEN) IN GUTTER AS SHOWN. AT,rACHTo PURLIN GARRETT, IN 46738 CAULK WATERTIGHT. wif(2)#12-24 x 1-1/4" TEK SCREWS PH. (260) 357-6605 FAX(260)357-6533 #8XX4 PAN 0' HEAD SCREW�/ JOB # 70/.z2 4'0 PVC xl(Y-0" JOB REF. Sunoco 11 L1" V xx0A09"x6'-6"LONG 4"0 STREET ELBOW 2 PRE-NOTCHED @ PURLIN Iif ATrACH'r0 DECK PANELS USING 301-0 x '114'-0" 8 Cols. (2)#14 x 710 TEK SCREWS(EA.SIDE) LOCATION: 985 Route 149 _,-BASE PLATE „ SCUPPER Queensbury, NY 9 PURLIN ROLLOVERS TU BE SPACED EQUALLY cus,roMER: R.M. Dalryinple Co., Inc. BETWEEN SUPPORT BEAMS. Saratoga Springs,NY 4"0 COUPLER INSTALLED BY SCALE: ENGINEER: INTERNAL DRAIN (SINGLE) CANOPY INSTALLER WITH OVERFLOW SCUPPER PURLIN ROLLOVER DETAIL DO NOT SCALE PRIMER/CLEANER AND CEMENT. DATE: DRAWN BY: DAB DRAWING NO. Aug-U-20,17 2 OF 3 I \ 1 3 111 _.� CACM 01L V YHITE A M 3i} TO MATCH DECK COLLAR PROFILE ERECTOR TO SILICONE CAULK, OUTSIDE EDGE AND SEAM '�. CAHOPY COLUMN OPENING IN DECK FOR COLUMN (KEEP AS TIGHT TO COLUMN AS POSSIBLE) x 16DECKPANS 2"x 2"x ,188 ANGLE It 12-24 x 1 1/4"TEK SCREW AT EACH DECK RIS ;�� �� - - � _`tea` ` -•"` ',•..', CERTIFIED BY: IM2=24 x 1 1/4"'I`EK SCREW „ , AT EACH DECK RIB 3 x 16 DECrKr ANS 2"x 2"x .'1£38 ANGLE �-- s I (j --- CANOPY COLUMN y n L1 (( 4J REV. MIXHIFfic" UAff: we LIJ I b D ERECTOR D CONSTR D STEEL LJ JOB FILE zo w }� �--' `—__. OPENING IN DECK FOR COLUMN MTFCmmw (KEEP AS TIGHT TO COLUMN Q+J AS POSSIBLE) TFC CANOPY 1107 N, TAYLOR RD. GARRETT, IN 467313 PH. (260) 357-61665 FAX(260)357-6533 JUb M 7uuzz2 j JOB REF. ,.a`•'' urioco, ? �n 30'-0" r ! tIt 0- x 114'-0" -- 8 Cala. LOCATION: 965 Route 149 DECK SUPPORT AT COLUMNS QUE3enst uiy,NY CUSTOMER: R.M. Daltymple Co., Inc. Saratoga Spaings, NY SCALE: ENGINEER: DC) NOT SCALE DATE: DRAWN BY: DAB DRAWING NO. Aug-14-2017 3 OF 3